Hole No.

3ST-26

I

SH EET

OF

SHEETS

I

DiVISION

.

DRILLING LOG

Southw, cern

II'ISTALLATION

Galv Dist, Eng

v

1.

PROJECT

10. SIZE AND TYPE OF BIT

Port Aransas Corpus Christi Waterway

11. DATUM FOR ELEVATiON SHOWN

(TBMorMSL)

Tide

~2

@ 6:00 PM

2. LOCATION

(Coordin"ate8 or-Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY

U. S. Army Corps of Engineers

13. TOTAL NO. OF OVERw

i01STURBED

BURDEN SAMPLES TAKENJ

3 Jars

4. HOLe; NO. (As

shown

on drawing

title

I

and

lile-number)

3ST-26

lUN01STURBED

i

2 Cont

5. NAME OF DRILLER

Eck

6. DIRECTION OF HOLE

D VERT.lCAL

D INCLINED

DEG. FROM VERT.

7. TH1CKN.ESS OF' OVERBURDEN

e.

DEPTH

DRH.LED

INTO ROCK

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

{STARTED

,

1 May

16. DATE HOLE

17. ELEVATION TOP OF HOLE

la, ToTAL CORE RECOVERY FOR BORING

19.

SIGNATURE OF INSPECTOR

i

'COMPLETED

1

May

1964

%

9.. TOTAJ.,., DEPTH OF HOLE

52.0

ELEVATION

~

0.0

140.0=

c

CLASSIFICATiON OF MATERIALS

(Description)

d

Water

%CORE

I

BOX OR

RECOV- SAMPLE

ERY

NO.

e

f

REMARKS

(Dri11in6 time,

water loss,

depth of

weatherin6,

etc.,

if

sj6nificant)

g

40.0

142.0-

Dark gray oily,

wet

cla~~~~'~b

Jar

1

42.0

144.0 -

44.0

146.0-

-,

46.0

148.0 -

48.0

150.0-

50.0 152.0=

Light tan sandy clay w/small

cal nod, v/stiff

Light tan sandy clay w/cal

nod, v/stiff

No recovery, same as below

Light gray sand, v/fine

Light tan v/fine loose

sand

Bottomed

The

fact that there were no

drive tests made has been

noted and called to the

driller's attention

ENG FORM

1836

1

APR 63

PREVIOUS 'EDITIONS MAY BE USED

(EM 1110-1-1801)

Cont.

1

Cont. 2

Jar 2

Jar 3

PROJECT

Port Aransas-Corpus

Christi Water'V1ay

3.5

3.5

I

HOLE NO.

3ST-26

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L.OG OF BORING

NO.3.:f

r-.2.;;

. ("5"1)

TIde 12.

@

-:;.'OO?~

t.OCATtON:

POCKET. Pa£TROMUER TONS

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1.0

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CONTENT.

WAT!I!I

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LIQUID

L.lMIT

III

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